calculo vigas
DESCRIPTION
tabla de excel con ejemplo de vigasTRANSCRIPT
Hoja100CuboEdad (dias)Peso(g)Resistencia ( Mpa)Volumen (cm3)Densidad (g/cm3)11.4110251.7141252.0122.8214242.317.61251.9434.2Promedio1.9845.657Placa68.4DimencionesVolumen (cm3)peso de la placa teorico (g)79.8h (cm)l (cm)b (cm)811.28401548009484.8912.610141.41114.91215.81316.71417.63.60.9Datos de entrada1517.8514285714fc (Mpa)21.12b (m)0.151618.1028571429fy (Mpa)120d (m)0.051718.3542857143h (m)0.08Luz de falla (m)0.351818.6057142857Refuerzo1918.8571428571Diametro (mm)As (mm2)CantidadAs Total (mm2)2019.108571428623.14515.712119.362219.61142857142319.86285714292420.11428571432520.36571428572620.61714285712720.8685714286Metodo ElasticoResistencia ultima2821.123.520.2514285714
Ec (Mpa)17923.040.00209Edad (das)fc (Mpa)%Es (Mpa)200000Mu0.0842274607101464%Fc9.504wpp (kN/m)0.27101417.680%n11.162821.1296%r12.63P (kN)0.91520.00209K (mate)0.47n0.023k (ref)0.1941kd (m)0.0097jd (m)0.0468bal0.01858
T (KN)1.885C (kN)6.917
MrT (kNm)0.0882MrC (kNm)0.3235
Mr (kNm)0.0882wpp (kN/m)0.2710
P (kN)0.9600
peso placa (g)8775P (kN)0.97
Hoja2
Hoja3